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HomeMy WebLinkAbout81D9992 m -Mf1%- OVENALL HEIGHT OF COMfLETI UNIT=T'-6" 10 YEAR WATER ELEVATION =76.55 A I A 'U"SHAPED O NINK ro of usT w BASE Pa TWN As _2"(COMP.DEPTH)ASPHALT CONCRETE T _ t0 FE01,10.p0,FOR PIPE p12s5 TA IS",To vfavlOE Ip'MIN. NO 1 ES ry DEPTH BELDw NVERr oc MLer PIP.. ddaa °oo ua andaoaoan�~2"MIN.((OMP. DEPII•a CRUSHED SHED SURFACING TOP COURSE -PEKE D e IL' •,,"p T1ON IMMEDIATELY EEUW1 TOP a adG6aa °aeo daad'�14 ,4aa°�-6" MIN.((OMPDE:P"CRU5HED SURFACE BASE COURSE KIM-76.3 PMG ANO LOWER SNpGMDE Iv Nwca.1ARY TO MWRE ,/„/-/="�yZ�'�/='// //"/'�//�--COMPACTED EASE 1. THE LOCATIONS AND SIZES OF EXISTING UNDERGROUND UTILITIES ARE SHOWN TINT OMNIM&S INTSR PT BASE CWRSE GRAVEL. - I ROW C�.'B". ADJUSTMENT �y.ld•� METAL PMME MID GINTE IN AN APPROXIMATE WAY ONLY FROM INFORMATION OF RECORD. THE CAN- • DRICK (MIN..) � TOP COVER W/21"x27" PLAN CIWING I.Nf pE SET FLIWGE DOWN ON A STMENT a.t'. e.:e BLOCHS IN LICU 01 PRECAST IN6 W LOLIAA-SEES SE ) NOTE: COMPACT SUBGRADE PRIOR TO PLACINGCRUSHED (95%MIN) TRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND SIZES OF ALL EX15T- -t'- "a ROLE (6"TµICK� ING U71LITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREE5TO BE SLOPE PAVING DETAIL FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED -1- NOT TO SCALE „ t., BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL • � .J• '}' UNDERGROUND UTILITIES. 12 MIN f TOP UNIT Y _ Z. WHERE NEW WORK ABUTS EXISTING IMPROVMENT, ADJUST FINISH GRADES OR STD.TYPE Ib C.B. 'd'• Ie'MAX. eCAP,RUBBER GASKET 34"x40"N7/EXTEN- / • { O _ RIMS AS NEEDED TO MEET EXISTING CONDITIONS. I1,.�I SION SECTIONS 1',' 1 I®3 HOOP ( ," S"� ZVI .- .. iD . . 3. RESTORATION AT OBSOLETE DRIVEWAYS PER CITY OF AUBURN REQUIREMENTS. d, SHORT NIPPLE �LUBRI- ; t AS REQUIRED ;: e. 3b7'MIN. '"d. T - '^ *' ° d • CATS BOTH ENDS) 6" UNIT "5" R=l$" .;� . . . 4. APPROVED SUBGRADE MATERIAL OR APPROVED BPCKFILL MEANS ON-SITE MATERIAL MEETING APWA CLASS B OR IMPORTED CLASS B, CAPABLE OF BEING COM- S'MN : _ AC MANHOLE ADAPTER 3"oPENING �I - PACTED TO NOT LESS THAN 959fO OF MAXIMUM DRY DENSITY, PER AASHO T-99. • • d. 8.• :; i0 iu zQ3 HOOPS 1�= RDI" 11 R=l" /., „ ALL BACKFILL IN CITY RIGHT OF WAY SHALL BE BANK RUN GRAVEL, CLASS A. A,_.,' MIN. II S ALL WORK WITHIN CITY RIGHT OF WAY SHALL MEET REQUIREMENTS OF THE •,• �5'�1=a--Is••L- 1 /e",, BAR AUBURN CIT4 ENGINEER AS TO MATERIALS AND WORKMANSHIP REFER TO CITY .:'A. 12 UNIT 'S' I � tr_'N5a_KTi*0I1- DRAWING SHOWING RESIDENTIAL SIDEWALK DETAIL DATED JAN. 1977 R[RV4/13/798" LOCATENOTE: B/8''v�' DEFORMED BARS SETWITHIN r."SIDE O ALL BENDg ,- - IE=72.63 ` (EACH LEG) AND AT 36"MAX. - 6. UNSUITABLE SUBGRADE MATERIAL AND ALL DEMOLITION MATERIAL TO ESE z z �1{a $PAC N G -{d'}� ----la"� I'-lO" al- 1 REMOVED FROM SITE. LOW AREAS TO BE FILLED AND COMPACTED WITH A E• IAILET PIPE � - WTLET PIPE y, • T 8"x8„x8" PVC TEE, 1 '� _TT A.P.W.A. CLASS B GP.AN ULAR SOIL. . p RUBBER GASKET JOINT p i EXTRUDED CURB - - t 7. LANDSCAPED AREAS TO MEET REQUIREMENTS OF AUBURN ZONING CODE CHAPTERIL(NO.280. IA I d. NOT TO SCALE A'.: . .•. I®f3 :4 '. ;fg �•3 a` 4mv3 - / IB"MIN. 8'RUBBER GASKET PLUG °W/5,%" ORIFICE n ;: ,, : : ' '. yam. , _o.. _. • e' dIj (-z b-ISC H=-I''-1 BASE SECTION ION 13 'f5 STEEL(8'LONG) REINFORCING &1R 3 LANDSCAPING LEGEND SECTION A-A CB GRATE 39D STREET W.E. d ` / GROUND COVER,FOUND CASED BRA55/GONG.MOH. r d... . . BAR usr - TYPE A"CURB OG HYPERICUM CALYCINUM Au uNfNSlONS ABEmT TO WT . . . Man LO ION NO. SME IWETN BENDING DIKaRaN °JY a 1 I1 II III GUTTER AS %ST. JOHNSWORT" Q WO.C. TYPICAL CONTROL DISCHARGE STRUCTURE "f NwP'S B �Gvr �1 a ` < tl£' "II"-'"' SPECIFIED T 1 5. ® GTJORNSAVER f Mp SIDE w"'4°ix,s ' S pE'h" g I "ST..IOHNSWORT" ! 12"O.C. PLUS SDR 35 PIPE ASTM 3034 3 EIDf MLS B BIG- �4; NAN DIVA DOMESTICA " "HEAVENLY BAMBOO @ 18"04-FOR Z5' NOT TO SCALE - a • NNrr Pp° z 3 VW NDIE:M , ODaR W.D BDRS CATCH MAST N '. 3 PRUNES SERRUTATA SHIROTAE CURB It GUTTERI REINFORCING DETAIL a © "Mr FUJI" FLOWERING CHERRY TREE O - TYPE 1 -C CATCH BASIN INLET PRECAST SCALE: 1'/x" = V-O" :.�'.? THIGH TRUNK a ZWO.C. APWA STANDARD PLAN N0.52 uE t7 ,�' UMBRELLULARIA GALIFORNICA � • NOT 70 SCALE °o OM °OREGON MYRTLE" �J //// 3 EACH (CLUMP TOGETHER 10'HIGH TRUNKS (� ID Ob/�1 L I OF D LO FID �IU a ' v N UE .An /„ -.. f v ,�,. sAWCUT 12" MIN. BEYOND EXCAVATION AND REPAIR � � - v B� 1215TURBED AND/OR DAMAGED PUBLIC WALKS.DRNES, O \ m UE �b ,�p v ° • 3 ,y CURBS, PAVING,ETC. PER CRY OF AUBIJIaJ STANDARDS w a TO ORIGINAL CONDITIONS. PLACE 7A5 REBAR IN NEW .° 77 2 TC 774TC CURB FULL LENGTH BEHIND NEW CB PER CITY 5QW WO. " a 76.7 F L 7G.9 F 100' a G REM=75.9:• I 1d 9ti a4 ' 0 IE= 71.93 U 10 76.94= 775TC t7 Q 1 ' c0 77.OFL 110' '1 fib, 1b � a� � �• ,IIy a e I J 01 �� APPROVED J 7 .Ilz 5CALE, III = 201 1bb 1 �1 \ �V. �e : :v •� BASE-•-+I J` °Q / R 35Ty "I' a,o L -73.8 v :. - � - ©, �b f a <,. ; CITY ENGINEER DATE Z ll. 7 0e\o 1b I � � /� .a a W � 10 EARST M �• ' PAINT 5CRIPE5 4"WIDE WHITE \\ PON . EL � 6.55 g ® LEGEND 1 �1 11 ® 4 • ' RIM=76.3 EXISTING NEW CONSTRUCTION " T� a S y' 4 LEGEND W Iffl� LE .:72.67 1 tl1 9 © Q SPOT ELEVATION 78.2 "'� 9 4a I 0. w IB SPOT ELEVATION Q. TOP OF CURB TC f Bt6EMENIT� m W TIC TOP OF CURB 77.4 F] w % BOTTOM OF CURB OR W 11 ;� I I BOTTOM OF CURB OR \ M - FLOW LINE OF GUTTER _YL 9 +� f 74.8 I `� a 4 W F�L - 77.65� U) - I °.Q - U1 FLOW LINE OF GUTTER al MONUMENT FOUND-TYPE AS NOTED '(1 MONUMENT FOUND-TYPE AS NOTED \ g Q REBAR W/tD.CAP FOUND v a a .,., a a, o v C' g Q • REPAR W/ID.CAP FOUND \/ �19, © ° I • POWER POLE : a a.`. •a aa',a v Q4 °g ' POWER POLE • g O LV MINAIRE �'� ° 4 a '9 a ap. o _ '� ,v a v a A. Z 3 LUMINAIRE D WATER METER OR VALVE 9'MW. � a b <-�;:� p - . O 1 . . ,. d ;a 0 • WATER METER OR VALVE 6.G5 P v a-. ' a 'v .T o . ' t 4 V M REMOVE EXISTING MANHOLE p _ FI MANHOLE W 1779! Q DRIVEWAY OPWIN65 FILLER CAP I < • FILLER CAP lt° f51DEWAL-K AND RE- ROCK AND RIP-RAP RUBBLE Y a- 1 9a %W ROCK AND RIP-RAP RUBBLE O METAL CLOTHES POLE m Ya' - ° METAL CLOTHES POLE O Q FUI,CE SIDEWALK PER I BASEMENT N Q Z -� CITY STANDARD. EVERGREEN EVERGREEN BUSH �' ° I 75.9 d ° : © BUSH 7Z0 APPLE TREE fi 1 a e 1 APPLE TREE b a ° ° job number. 81017 OLD WOOD FENCE j f. OLD WOOD FENCE 7780z SANITARY SEWER Afh - " vV �Ia -5- SANITARY SEWER drawn: TGOLD Q STORM DRAIN -SD- c �,qAve as ;Q O J5D STORM DRAIN date: 17 JUNE 1981 "77g1x 10 WATER MAIN a p d, -W- WATER MAIN a 78.OF L V GAS LINE a 140, -G- GAS LINE REVISED 23JONE1981 T60LO p UNDERGROUND POWER \ ° . 14 3 -LIE- UNDERGROUND POWER REVI5ED 24 JUNE t98L TGOLD 1^ Q OVERHEAD LINES ti q f(I -P- OVERHEAD LINES CONCRETE CURB -..°•u L CONCRETE CURB N � N BUILDING N \ :�.•a.^ I ry � BUILDING E GRASS AR A ♦ I GRASS AREA ARLL KING GRAVEL AREA F GRAVEL AREA WANT REMOV U 6 W a_ ' d'...L l0 1 ::'rD:. \,�Of HiyC� I j 1 q EXISTING L.ANDSCAPIN , e, 'Qr' CONCRETE 1 UE a o-A, /��fIV ° ° A_ CONCRETE ASPHALT CONCRETE O v v'_ v v ASPHALT CONCRETE y Q 2 a v :i v - v- Z - a_. o O NT a, v a., v v a :- v Q < . -c v v �ve 'd . n, 41'1(P/ J ^. v - • e INSTALL HANDICA RA �' �' PLANTER AREA v v -' v ° v v C) s A a 0 a A: D s '� D E D E a e a a a © PLANTER AREA. }� CISTM v5 A - CONCRETE REDUIKE� as ` s a a . v., CO �f� A p -a A `:'-n ° r A < n .' n ? FH Ax In v v TYPE Ib CATCH BASIN • V• v v, v - O t. W� 6" - W TYPE I CATCH BASIN ■ Q y 6" 3 6' -W • 6" W APPROVED DEPT. OF PUBLIC WORKS V W P1gAIFJ_ L9 TO PANEL �I CITY OF AUBURN ENT - - - - - - - - ENGINEERING DEPARTMENT J ZND STREET N.E. 2ND STREET N.E. _ - - FIELD BOOK xes3!#s3s / .ry i DATE:...�t5 " 1 _ FOUNID GRA5S/M%JC.MON. FOUND BRASfiro7NC MMI FOUND SRASS,� MC.MON. FOUND BR45S/CONC.MOH. APPROVED /Zd•u�- �)-- GM. 8-R ELEWTIOIJ•X/r" PROPOSED - 5M. 8-R ELEVATION-76.l93 EX15TING CONDITIONS